Apparatus for biological treatment of waste waters

Abstract

In a vertical shaft bioreactor, improved devices and methods are provided for enhanced secondary and / or tertiary treatment of wastewater, including residential, municipal and industrial wastewater. The devices and methods of the invention are useful for enhanced secondary wastewater treatment, including BOD and TSS removal. Tertiary treatment can alternately or additionally be achieved in the bioreactor with nitrification of ammonia, with nitrification and denitrification, and with nitrification, denitrification, and chemical phosphorus removal. A vertical shaft bioreactor is also provided which achieves thermophilic aerobic digestion and pasteurization of sewage sludges, optionally to produce class A biosolids.

Description

CROSS REFERENCE TO RELATED APPLICATIONS[0001]This is a continuation of the application Ser. No. 10 / 083,995, now U.S. Pat. No. 6,733,662 filed Feb. 25, 2002, which claims priority to Provisional Application No. 60 / 271,201, filed Feb. 23, 2001.TECHNICAL FIELD[0002]The present invention relates to methods and devices for wastewater treatment. More specifically, the invention relates to vertical shaft bioreactor wastewater treatment apparatus and methods for operating and constructing same.BACKGROUND OF THE INVENTION[0003]High efficiency wastewater treatment has become increasingly important as the world's population continues to grow. The quantity of water needed for human consumption and other uses has increased at a rapid pace, while the amount of naturally available water remains unchanged. The ever-increasing demand for usable, clean water has made reclamation of wastewater an essential component of growth and development of human populations.[0004]In the United States and other de...

AI Technical Summary

Problems solved by technology

Many of these undeveloped areas lack sufficient water for consumption, irrigation and similar purposes, necessitating reclamation and reuse of available water resources.

Residential wastewater has a high water content, but requires substantial processing before it can be reused because of the human waste and other contaminants mixed with it.

Unfortunately, this system suffers from a number of shortcomings that make it inefficient.

In particular, the system incorporates a relatively crude sedimentation system that merely allows the influent sewage to separate and does not aerate or facilitate processing of the sewage in any other way.

The injected oxygen-containing gas dissolves readily under pressure in the liquor in the plug flow zone where there is localized back mixing resulting in a slow net downward movement of liquor.

The old Secondary Biological treatment standard of 30 mg / L BOD and 30 mg / L TSS is no longer adequate in many jurisdictions and limits are now often placed on nitrogen and phosphorus as well.

Incorporation of an anaerobic processing step for phosphate removal is typically done in a separate reactor—due to the long fermentation time required for volatile fatty acid production.

Furthermore, phosphorus removal in single mixed liquor systems is difficult to implement because the phosphate rich biomass produced in the aerobic portion of the process should not contact the anaerobic fermentation reactor product due to the risk of re-solubilizing the entrapped phosphate.

Due to the slow overall rate of treatment, these single mixed liquor systems are called extended aeration systems and are quite energy intensive.

In addition, there remains an unfulfilled need for wastewater treatment systems and methods that satisfy these expanded functions while minimizing the costs and environmental impacts that attend conventional wastewater treatment plant installation and operation.

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